1921 W MUKILTEO BLVD 2018-01-02 MF Import

UNiEIED SOIL CLASS.'FICATION SYSTEM ' GROUP ' MAJOR DIVISIONS GROUP NPME SYMBOL ' CLEAN GIN WELL -GRADED, FINE TO COARSEGRAVPI:� COARSE- GRAVEL ' GRAVEL GP POORLY -GRADED GRAVEL GRAINED MORE THAN 50 % GRAVEL GM OF COARSE FRACTION SILTY GRAVEL RETAINED ON SOILS NO.4 SIEVE WITH FINES GC CLAYEY GRAVEL ' SAND CLEAN SW WELL -GRADED SAND, FINE TO COARSE SAND SAND SP POORLY GRADED SAND MORE THAN 50 % ' RETAINED ON MORE THAN 50 °� NO. 200 SIEVE OF COARSE FRACTION PASSES NO. 4 SIEVE SAND SM SILTY SAND WITH FINES SC CLAYEY SAND FINE - SILT AND CLAY NIL SILT INORGANIC GRAINED LIQUID LIMIT LESS THAN 50 CL CLAY SOILS ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY MH SILT OF HIGH PLASTICITY, ELASTIC SILT MORE THAN 50 %INORGANIC PASSES LIQUID LIMIT CH CLAY OF HIGH PLASTICITY, FLAT CLAY NO. 200 SIEVE 50 % OR MORE ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: 1) Field classification Is based on visual SOIL MOISTURE MODIFIERS: examination of soil In general accordance with ASTM D 2488-93. Dry - Absence of moisture, dusty, dry to the touch 2) Soil classlficallon using laboratory tests Is based on ASTM D 2488-93. Moist - Damp, but no visible water. 3) Descriptions of soli density or Wet - Visible free water or saturated, consistency are based on usually soil is obtained from a Interpretation of blowceunl data, below water table visual appearance of soils, andlor test data. ProfactNumber Johnson Property NELSON GEOTECHNICAL No. Dab RSvISion By CK 718805 1919 Mukilteo Boulevard N/'�G� ASSOCIATES, INC. W13W ono" ACO ADM Figure 4 Soil Classification GEOTECHNICAL ENGINEERS $ GEOLOGISTS